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Some HRWRsmay causea higher rate of slump loss with time and concrete may revert to its original slump in 30 to 45 minutes
saline solutionscauselong term compressive strength loss of concrete
unique organic compoundsdesignedto minimize moisture loss from fresh concrete
pitch and speeddesignedspecifically for low - slump concrete
the more intense the hydration reaction isleadsto the slump loss of fresh concrete
Variablescauseasphalt concrete to deteriorate over time
the gas phase of sewerscausesloss of concrete mass
the mass of concrete ... the curecould leadto a loss of concrete strength
too much powdercausesloss of concrete strength
a great deal of water ... the floor systemcould be causingdeterioration of the concrete deck
by corrosion(passive) caused bythe loss of concrete strength
Must be used with caution as too muchcan causestrength loss in the concrete
synthetic polymersspecially designedto impart low slump rheoplastic qualities to concrete
This area ... other elementshave causedearly deterioration in the concrete
CO2will ... resultin loss of alkalinity of concrete
that water absorbed into the aggregatewill causeexcessive slump loss
the ingress of Co2resultsin loss of concrete alkalinity
to efficiently handle stiff , large aggregate concrete used in locks , dams , and other heavy construction(passive) are designedLow Slump Concrete Buckets
the temperature gradient ... the peripheralleadsto a decrease in the strength of concrete
the factorinfluenceconcrete slump test
the pitch and speeddesigned specificallyfor transporting low slump concrete
Corrosive forces ... well knownto causedeterioration in the strength of the concrete
This frequently happens to sills , copings , and water tables where repeated heavy wettingleadsto loss of alkalinity in the concrete
the concrete structure that supports the bridge ... continued spallingcausesloss of concrete
The impactcausedconcrete loss
the grade on your jobcausesconcrete loss
rebar placementcausedloss of concrete
by improper casting(passive) caused byconcrete losses
pitch and speeddesigned specificallyfor low - slump concrete
contractcausingconcrete to crack and slump
even when installation was delayedsignificantly resultingin zero slump concrete
by other factors(passive) caused bythe slump loss
prolonged mixingwill causeslump loss
by hydration(passive) caused byslump loss
the aggregate poresresultingin slump loss
Variablescauseasphalt concrete to deteriorate
several agents ... these agentscausedeterioration of concrete
1 %ledto decreases the concrete slump
high range water - reducing agentdesignedto produce high slump concrete
a ready - to - use , high range water - reducing agentdesignedto produce high slump concrete
in lowresultsin low
in low permeability concrete and allows chloride ions to do corrode the structureresultsin low permeability concrete and allows chloride ions to do corrode the structure
to cracking and problems with the surfacecan leadto cracking and problems with the surface
from its errors rather thanresultedfrom its errors rather than
MasterRheobuild 561(passive) is specially designedMasterRheobuild 561
time , unit weight , segregation and bleeding ) and hardened concretesettingtime , unit weight , segregation and bleeding ) and hardened concrete
the bridge to become structurally deficienthas causedthe bridge to become structurally deficient
the following problemscan resultthe following problems
in low permeability concreteresultsin low permeability concrete
all set mixcan leadall set mix
surface failureis causingsurface failure
to cracking ( surface water evaporates at a faster rate that it can replaced by bleed wateroften leadsto cracking ( surface water evaporates at a faster rate that it can replaced by bleed water
in difficulty of concrete placement , consolidation , and finishingwill resultin difficulty of concrete placement , consolidation , and finishing
for constructing columnsdesignedfor constructing columns
specifically for reinforced wall constructiondesignedspecifically for reinforced wall construction
water to poolwill causewater to pool
to fluid migrationcan leadto fluid migration
a FORM TECH CONCRETE FORMS INCmay causea FORM TECH CONCRETE FORMS INC
mobility degradationcausesmobility degradation
to a collapsecan leadto a collapse
to its failurefinally leadingto its failure
all set mixmay leadall set mix
to spalling concrete at various locationsledto spalling concrete at various locations
significant reflection of the asphalt layercausedsignificant reflection of the asphalt layer
to increased settlement cracking , the principal reason that transverse cracks form directly above and parallel to the top reinforcing steelleadsto increased settlement cracking , the principal reason that transverse cracks form directly above and parallel to the top reinforcing steel
times or early strength developmentsettingtimes or early strength development
time and bleedingsettingtime and bleeding
in difficulties during finishing and placementmay resultin difficulties during finishing and placement
to its failureleadingto its failure
in moneyresultin money
the total closure of the Richmond - San Rafael Bridgepromptedthe total closure of the Richmond - San Rafael Bridge
in safety , functional , structural or aesthetic problemsmay resultin safety , functional , structural or aesthetic problems
by using deicerscausedby using deicers
a closure of the train crossing over Highway 49 in North Auburn Thursday morningis promptinga closure of the train crossing over Highway 49 in North Auburn Thursday morning
High - Cycle Vibrators(passive) are designedHigh - Cycle Vibrators
in stronger slabsresultingin stronger slabs
in premature failure of structuresresultingin premature failure of structures
in aesthetic , functional , or structural problemsmay resultin aesthetic , functional , or structural problems
from a process called Alkali Silica Reaction ( ASRhas resultedfrom a process called Alkali Silica Reaction ( ASR
howeverresultedhowever